Batch test to evaluate microbial disinfectant decay and the onset of nitrification

Author:

Scott Daniel B.12,Van Dyke Michele I.1ORCID,Anderson William B.1ORCID,King Patrick W.1ORCID,Huck Peter M.1

Affiliation:

1. Department of Civil and Environmental Engineering, University of Waterloo, 200 University Avenue West, Waterloo, ON, Canada N2L 3G1

2. Current address: Evoqua Water Technologies Canada Ltd, 370 Wilsey Road, Fredericton, NB, Canada E3B 6E9

Abstract

Abstract A batch test procedure was investigated to provide insight into the microbial contribution to disinfectant decay in drinking water distribution systems using chloramines. A modified method for determining the critical threshold residual (CTR), the intersection point on a semi-log plot between first-order total chlorine fitted decay curves before and after the breakpoint, was developed. Unlike the CTR as originally defined, initial sample conditions were retained rather than artificially raising the monochloramine concentrations. The CTR calculated with this modified method can more easily be applied to distribution system scenarios. In addition, four types of decay curves were identified and could distinguish differences in the microbial contribution to disinfectant residual decay. This study revealed that chloramine decay batch tests should be evaluated based on decay curve type, decay rates, and the CTR value, in addition to the microbial decay factor, which has been used alone in previous studies. The batch test approach and evaluation criteria established here can be used to predict conditions favorable for rapid chloramine decay and nitrification, and that monitoring and control strategies should be implemented.

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

IWA Publishing

Subject

Health, Toxicology and Mutagenesis,Water Science and Technology,Environmental Engineering

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Review of Nitrification Monitoring and Control Strategies in Drinking Water System;International Journal of Environmental Research and Public Health;2022-03-28

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